CN201405007Y - Cage Rolling machine of reinforcing steel framework of bridge pier stud and pile foundation - Google Patents
Cage Rolling machine of reinforcing steel framework of bridge pier stud and pile foundation Download PDFInfo
- Publication number
- CN201405007Y CN201405007Y CN2009200892785U CN200920089278U CN201405007Y CN 201405007 Y CN201405007 Y CN 201405007Y CN 2009200892785 U CN2009200892785 U CN 2009200892785U CN 200920089278 U CN200920089278 U CN 200920089278U CN 201405007 Y CN201405007 Y CN 201405007Y
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- China
- Prior art keywords
- steel reinforcement
- reinforcement cage
- bridge pier
- ring flange
- space regulator
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Abstract
The utility model discloses a construction machine, concretely relates to a cage rolling machine of a reinforcing steel framework of bridge pier studs and pile foundations, which is used for winding the reinforcing steel framework of bridge pier studs and pile foundations of large bridges. A small scored pulley (10) is arranged on an electric motor (13) and connected with a large scored pulley (9)which is arranged on a worm wheel-type speed reducing box (12) through a triangular conveying belt (11), an output shaft of the worm wheel-type speed reducing box (12) is connected with a ground shaft (5) through a shaft coupler (14) and a bearing bracket (4), and a roller chain wheel (7) which is arranged on the ground shaft (5) is connected together with a roller chain automatic feeding table (8), and connected with a main flange plate (3) and an attached flange plate (19) through the ground shaft (5). By designing a novel mechanical transmission adjusting mechanism, the cage rolling machine can quickly and accurately wind the reinforcing steels on the reinforcing steel framework of bridge pier studs, has standard and precise installation interval as well as quick speed, lowers the labor intensity of workers, and saves production cost.
Description
Technical field;
The utility model relates to a kind of building machinery, specifically is that bridge pier post, the pile foundation framework of steel reinforcement that uses when building bridge bridge pier post, the coiling of pile foundation framework of steel reinforcement rolls the cage machine.
Background technology:
After main muscle welds by design length, on reinforcement, mark the spacing of main muscle design, on smooth concrete floor, put two main muscle then earlier, one people picks up reinforcement and is placed on the main muscle, by the spacing that marks, another one welder master worker is reinforcement and main muscle firm welding, makes a concerted effort to lift firm welding on the mark that main muscle is placed on corresponding reinforcement with several workmans then, and whole steel reinforcement cage master muscle root root is so operated.And the obstructed heart of steel reinforcement cage master muscle, not on an axis, there is the quality technology potential safety hazard in separation criteria.Few and the cisco unity malfunction of this technology workman, uneconomical, benefit not, time-consuming.
The utility model content:
The utility model has changed the drawback of former manual coiling framework of steel reinforcement, provides a kind of special bridge pier post, pile foundation framework of steel reinforcement coiling machinery bridge pier post, pile foundation framework of steel reinforcement of utilizing to roll the cage machine.The small grooved wheel device is on motor, be connected with the big grooved wheel of device on the worm-gear type reductor by triangular driving band, the worm-gear type speed reducer output shaft is connected with the earth's axis by shaft coupling, bearing bracket stand, roller chain wheel of installing on the earth's axis and roller chain automatic charging platform link together, and are connected with main ring flange and attached ring flange by the earth's axis.Because the utility model has designed novel mechanical transmission mechanism and master, attached ring flange, utilize the reinforcing bar stabilizing adjusting device, just can be wound on reinforcing bar accurately on bridge pier post, the pile foundation framework of steel reinforcement fast, the installing space standard is accurate, speed is fast, reduce working strength of workers, saved production cost.
Description of drawings:
Fig. 1 is a front view of the present utility model
Fig. 2 is the stable regulation mechanism map of Fig. 1
Fig. 3 is A1-A1 master's flange plate structure figure of Fig. 1
Fig. 4 is the 2-2 vertical view of Fig. 2
Fig. 5 is the 3-3 cutaway view of Fig. 2
Fig. 6 is the attached flange plate structure figure of the A2-A2 of Fig. 1
Fig. 7 is the 4-4 cutaway view of Fig. 6
The specific embodiment:
As shown in Figure 1, small grooved wheel 10 devices are on motor 13, be connected with the big grooved wheel 9 of device on worm-gear type reductor 12 by triangular driving band 11, worm-gear type reductor 12 output shafts are connected with the earth's axis 5 by shaft coupling 14, bearing bracket stand 4, roller chain wheel 7 and the roller chain automatic charging platform 8 installed on the earth's axis 5 link together, and are connected with main ring flange 3 and attached ring flange 19 by the earth's axis 5.
As Fig. 1, shown in Figure 3, main ring flange 3 is installed on the earth's axis 5, and mechanism is connected with stable regulation, four steel reinforcement cage space regulators 17 have been installed with steel reinforcement cage space regulator pilot pin 26 on the main ring flange 3, and installed a steel reinforcement cage space regulator member 23 thereon respectively, steel reinforcement cage space regulator 17 is connected by steel reinforcement cage space regulator axle 18 with main ring flange 3; Torque spring 6 is enclosed within on the steel reinforcement cage space regulator axle 18.
As Fig. 1, Fig. 6, shown in, the attached ring flange steel reinforcement cage of attached ring flange 19 usefulness space regulator 20 is connected with steel reinforcement cage space regulator axle 18, torque spring 6, steel reinforcement cage spacing demodulator pilot pin 26, and device steel reinforcement cage space regulator member 23, steel reinforcement cage space regulator member 23 tops are attached feeding port 21, and the main feeding port 22 of shutoff feeding port member 24 and main ring flange 3 is connected.
As Fig. 1, Fig. 2, Fig. 4, shown in Figure 5, stable regulation mechanism is welded on adjustable angle by the firm fulcrum steel plate 25 of steel reinforcement cage and separates on the steel plate of the firm fulcrum of steel reinforcement cage 15 both sides, and device is on firm platform 16, sprocket wheel by the earth's axis 5 directions one end is connected with firm platform 16 usefulness screws by bearing bracket stand, other end sprocket wheel is connected on the firm platform 16 by the screw on the firm fulcrum lifting regulating rod 27 of steel reinforcement cage, and about in the of 16 both sides at firm platform by chain gear apparatus for extraordinary roller chain 28.
Embodiment: at first set the encrypted section need do steel reinforcement cage or non-encrypted section (for example: steel reinforcement cage is long if any 40 meters, last 20 meters if it is encrypted section that 30 main muscle are arranged, 20 meters as if there being 15 main muscle to be encrypted section not down).Press under the design length after the honest material, material is carried on roller chain automatic charging platform, be placed on above the roller chain V, the main muscle overlap joint of welding section on the roller chain feeding platform.After the welding of main muscle overlap joint section is good, press the startup power knob, the A.C. contactor adhesive, the condenser timing of digital display time is installed in sheave on the motor, is driven by the V-belt and be installed in the running of turbine type reductor sheave.Earth's axis rotation once, roller chain automatic charging platform send a main muscle in feeding port, picks up reinforcement and is placed on perpendicular to master, attached ring flange and adjustable angle and separates above the main muscle of the firm fulcrum of the slidingtype three extraordinary roller chain steel reinforcement cages of row.Main, attached ring flange rotation is once sent a main muscle in this rotation while steel reinforcement cage space regulator, makes main muscle reinforcement rotation.The steel reinforcement cage space regulator has sent after the main muscle, and under the effect of torque spring, the steel reinforcement cage space regulator is still got back to original position, and is adjoint with steel reinforcement cage space regulator pilot pin.Roller chain automatic charging platform send a main muscle simultaneously.Distance between first main muscle and the second main muscle should adhere to specification, if variant, can reconcile steel reinforcement cage space regulator member and meet design requirement.In each reinforcement and main muscle junction firm welding, weld and finish.The main muscle root root in one week of reinforcement is so operated, this construction technology, simple to operate, not the personnel that are subjected to limit, economy again the material benefit.
Claims (4)
1, a kind of bridge pier post, pile foundation framework of steel reinforcement roll the cage machine, it is characterized in that small grooved wheel (10) device is on motor (13), be connected with the big grooved wheel (9) of device on worm-gear type reductor (12) by triangular driving band (11), worm-gear type reductor (12) output shaft is connected with the earth's axis (5) by shaft coupling (14), bearing bracket stand (4), the earth's axis (5) goes up roller chain wheel (7) and the roller chain automatic charging platform (8) installed and links together, and is connected with main ring flange (3) and attached ring flange (19) with the earth's axis (5).
2, bridge pier post according to claim 1, pile foundation framework of steel reinforcement roll the cage machine, it is characterized in that main ring flange (3) is installed on the earth's axis (5), and mechanism is connected with stable regulation, main ring flange (3) is gone up and has been installed four steel reinforcement cage space regulators (17) with steel reinforcement cage space regulator pilot pin (26), and install a steel reinforcement cage space regulator member (23), steel reinforcement cage space regulator (17) is connected by steel reinforcement cage space regulator axle (18) with main ring flange (3); Torque spring (6) is enclosed within on the steel reinforcement cage space regulator axle (18).
3, bridge pier post according to claim 1, pile foundation framework of steel reinforcement roll the cage machine, it is characterized in that attached ring flange (19) is connected with steel reinforcement cage space regulator axle (18), torque spring (6), steel reinforcement cage spacing demodulator pilot pin (26) with attached ring flange steel reinforcement cage space regulator (20), and device steel reinforcement cage space regulator member (23), steel reinforcement cage space regulator member (23) top is attached feeding port (21), and the main feeding port (22) of shutoff feeding port member (24) and main ring flange (3) is connected.
4, bridge pier post according to claim 2, pile foundation framework of steel reinforcement roll the cage machine, it is characterized in that stable regulation mechanism is welded on adjustable angle by the firm fulcrum steel plate of steel reinforcement cage (25) and separates on the steel plate of the firm fulcrum of steel reinforcement cage (15) both sides, and device is on firm platform (16), sprocket wheel by the earth's axis (5) direction one end is connected with screw with firm platform (16) by bearing bracket stand, other end sprocket wheel is connected on the firm platform (16) by the screw on the firm fulcrum lifting regulating rod of steel reinforcement cage (27), extraordinary roller chain (28) by chain gear apparatus in firm platform (16) both sides up and down.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200892785U CN201405007Y (en) | 2009-03-22 | 2009-03-22 | Cage Rolling machine of reinforcing steel framework of bridge pier stud and pile foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200892785U CN201405007Y (en) | 2009-03-22 | 2009-03-22 | Cage Rolling machine of reinforcing steel framework of bridge pier stud and pile foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201405007Y true CN201405007Y (en) | 2010-02-17 |
Family
ID=41675928
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009200892785U Expired - Fee Related CN201405007Y (en) | 2009-03-22 | 2009-03-22 | Cage Rolling machine of reinforcing steel framework of bridge pier stud and pile foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201405007Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106541059A (en) * | 2016-12-07 | 2017-03-29 | 中铁九局集团有限公司 | Suitable for the self-positioning colligation frock of high speed railway fragments-free track slab steel reinforcement cage |
| CN114769471A (en) * | 2022-03-23 | 2022-07-22 | 中国五冶集团有限公司 | Cage rolling machine for steel bar framework |
-
2009
- 2009-03-22 CN CN2009200892785U patent/CN201405007Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106541059A (en) * | 2016-12-07 | 2017-03-29 | 中铁九局集团有限公司 | Suitable for the self-positioning colligation frock of high speed railway fragments-free track slab steel reinforcement cage |
| CN106541059B (en) * | 2016-12-07 | 2018-06-29 | 中铁九局集团有限公司 | Suitable for the self-positioning binding tooling of high speed railway fragments-free track slab steel reinforcement cage |
| CN114769471A (en) * | 2022-03-23 | 2022-07-22 | 中国五冶集团有限公司 | Cage rolling machine for steel bar framework |
| US20230302526A1 (en) * | 2022-03-23 | 2023-09-28 | China Mcc5 Group Corp. Ltd. | Reinforcement Cage Rolling Machine |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: CCCC(CHINA COMMUNICATIONS CONSTRUCTION COMPANY) TU Free format text: FORMER OWNER: SUN XIUGUO Effective date: 20111116 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 456750 HEBI, HENAN PROVINCE TO: 100088 XICHENG, BEIJING |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20111116 Address after: 100088 Beijing Desheng street, No. 85, Xicheng District Patentee after: CCCC TUNNEL ENGINEERING Co.,Ltd. Address before: 456750 Newtown village, Newtown Town, Hebi, Xunxian County, Henan Patentee before: Sun Xiuguo |
|
| DD01 | Delivery of document by public notice |
Addressee: CCCC TUNNEL ENGINEERING Co.,Ltd. Document name: Notification to Pay the Fees |
|
| DD01 | Delivery of document by public notice | ||
| DD01 | Delivery of document by public notice |
Addressee: CCCC TUNNEL ENGINEERING Co.,Ltd. Document name: Notification of Termination of Patent Right |
|
| DD01 | Delivery of document by public notice | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100217 Termination date: 20180322 |
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| CF01 | Termination of patent right due to non-payment of annual fee |